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Installer Summary <br /> 225p galton Septic tank(minimum} Tank options: none ' <br /> � yu�i�rger canK wrc��tnu�u��e cc�rnp��artres � <br /> 1300 gatlon Dose tank (minimurn} at 25,49 gpi <br /> 29 GPM C� 45 ft. of head, Pump required ' <br /> 7.7 inch swing on Demand itoat which Eranslates to roughty 4.9 inches of ftoat tether length <br /> if time dosing is required --> 6.8 minutes ON time& �haurs OFF time <br /> 20 trrcFres from bottam of tank to"pump ON"ftoat,or 1Z inches to"timer ON"ftoat <br /> 23 inches from bottom of tank to"Hi Level Alarm"or 33 inches to"Hi tevel alarm"if time dased <br /> 275 ft. of 2.0 inch suppty tine with end feed martifotd connection <br /> (TiR. "top feed"manifold ta control drainback) <br /> 20 inch, or 1.7 ft. Sand!ift Mound <br /> 1Q.Q ft. wide by 50.� ft. long Rock t�d <br /> 3 katerats Z.QO inch diameter 48.0 ft. tong 3.0 ft. tateral spacing <br /> 7/32 inch perfs 3.0 ft. perforation spacing <br /> Na Efftuent filter&atarm <br /> 3 cleart aut�t valve box assembties <br /> 27,0 ft.TotaE sand AB�ORPTION width (minimum) <br /> 0•0 ft. upstope and sideslope (sand beyond rockbed, minimumJ <br /> 17.p ft. Downstape (sand beyond rockk�ed, rninirnum} <br /> Specific slope ratios give BERM widths (topsoil beyond rockbed)af: <br /> 4:1 upslope ratio 11 ft',upstape berrrt <br /> 3:t sideslope 13 ft.sideslope berms <br /> 4:1 downslope 2b ft. downsto�berm <br /> 4" inspeetic�� pi� <br /> �8'"cr��rer an tQp <br /> �t <br /> �1 lo berrn L�ownsla e b�rm 2& <br /> �'""" 12" cover on sides <br /> f�"loamy cap&6"topsoil) <br /> a.7 C4e�n s�r�d trft �''�-.,�``'�- <br /> _ ___. <br /> __� <br /> 1.3 G���t�, k�� �.�r�?�ati:7€, <br /> ������i�€� --_,a �. �_ <br /> _.� �. <br /> T ���tiCjiCt�Ye� A�_.. �._ .e.__ _._ <br /> _ 27.{� �`�` �__ _ _ <br /> Absor tion Widtt� � _ _ - _ -�....--_ <br /> Nc�te; <br /> For 4 to 1�6 skope�, Abs�or-ptivn Wr'a'th is measur�ci frc�m th�����qualty ir► batt� �lirections. <br /> For slapes >'[�, ,�bsar��rtf�m l�l�'rir�th is measured ci4wn�ilt from tk�e �pstope edge of the Bed. <br /> Rock Bed: i7.Q Yd�or'1.4= 29 tan b inches under pipe <br /> AAaund Sand: 201 yd3 or"1.4a 282 tan calculation besed on 3:114;1 slApe from top of rockbe� <br /> �oamy Cap: 64 yd�or*1.4= 97 tan b"deep ' <br /> Topsoit: SO Yd3 ar*1.4- 112 ton 6"deep <br />